[1]郭宏超.半刚接钢框架-斜加劲钢板剪力墙结构体系抗震性能试验研究[J].西安建筑科技大学学报:自然科学版,2011,43(05):631-637.[doi:DOI :10.15986/j .1006-7930.2011.05.024]
 GUO Hong-chao,HAO J i-ping.Experimental study on seismic behavior of simi-rigid composite steelframe with diagonally stiffened steel plate shear walls system[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(05):631-637.[doi:DOI :10.15986/j .1006-7930.2011.05.024]
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半刚接钢框架-斜加劲钢板剪力墙结构体系抗震性能试验研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年05期
页码:
631-637
栏目:
出版日期:
2011-10-31

文章信息/Info

Title:
Experimental study on seismic behavior of simi-rigid composite steel
frame with diagonally stiffened steel plate shear walls system
文章编号:
1006-7930(2011)05-0631-07
作者:
郭宏超1 2 郝际平1
(1 .西安建筑科技大学土木工程学院, 陕西西安710055 ;2 .西部建筑科技国家重点实验室(筹), 陕西西安710055)
Author(s):
GUO Hong-chao1 2 HAO J i-ping 1
(1 .De par tment o f Civil Eng ineering , Xi′an University of Ar chitecture a nd Technolog y , Xi′an 710055 , China ;
2 .State Key Labe ratary of Archiecture Science and Technolog y in Xi′an(XAUAT), Xi′a n 710055 , China)
关键词:
 斜加劲钢板剪力墙滞回曲线破坏模式
Keywords:
diagonally sti f f ened steel p late shear wall hy steretic curves fai lure mode
分类号:
TU973 .3 +1
DOI:
DOI :10.15986/j .1006-7930.2011.05.024
文献标志码:
A
摘要:
 在对一榀单跨两层半刚接框架-斜加劲钢板剪力墙结构低周反复荷载试验研究的基础上, 分析结构框
架梁、柱、半刚节点的局部力学性能及整体破坏模式, 评价该种结构体系的抗震性能.结果表明:结构具有良好
的塑性变形能力、安全储备高;节点刚度退化小, 内填钢板的设置缓解了节点区自身的延性要求, 半刚框架和
墙板协同工作良好;框架柱兼受轴力和弯距共同作用, 腹板参与抗剪, 应力状态复杂.研究为该种结构体系的
工程应用和理论分析提供了依据.
Abstract:
Ba sed on the experime nt of semi-rigid compo site steel f rame w ith diago nally stiffe ned steel plate shear w all unde r
low cy clic loading , the paper analyzed the f ramewo rk of beams , columns , semi-rigid no des in the local mechanica l properties
and the o vera ll failure mo de .The structural system o f seismic perfo rmance w as evaluated .The results show ed that
the specimen have g oo d pla stic deformatio n capacity and hig h safety margin .The stiffness deg radation o f the joints w as
small, and the requirement of ductility w as lowe red by arra nging infill pa nels.And the f rame and the steel pla te shea r
wall w o rk well.Furthermo re , the co lumns are subject to the axia l for ce and bending moment interactio n.Par ticipation in
shear webs and the stress state is complex .The resea rch prov ides a basis fo r eng ineering application and theore tica l analysis
o f the st ructural system .

参考文献/References:

 References
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备注/Memo

备注/Memo:
*收稿日期:2010-07-19   修改稿日期:2011-08-29
基金项目:国家自然科学基金资助项目(50878181);高等学校博士学科点专项科研基金资助项目(20096120110004)
作者简介:郭宏超(1981- ), 男, 甘肃庆阳人, 博士研究生, 从事钢结构研究和设计工作.
更新日期/Last Update: 2015-11-05